期刊名称：Bulletin of the Polytechnic Institute of Jassy, Constructions, Architechture Section
印刷版ISSN：1224-3884
电子版ISSN：2068-4762
出版年度：2016
卷号：66
期号：4
页码：137-144
出版社：Gheorghe Asachi Technical University of Jassy
摘要：The composite steel-concrete compression members can be made in two constructive solutions: members with concrete partially or total encased sections and members with concrete filled rectangular and circular tubes. This paper presents a comparative study concerning the plastic resistance of a concrete-filled rectangular square steel section and a concrete-filled circular hollow steel section, when the composite column is subjected to axial compression.
